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Nonlinear Earthquake Performance Evaluation of a Structure Collapsed during the Van, Turkey, Earthquake on October 23, 2011

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  • SDG 11 · Sürdürülebilir Şehirler ve Topluluklar

Özet

The paper investigates the structural performance of a seven-story reinforced concrete (RC) building that collapsed during the Van (Turkey) earthquake on October 23, 2011, using nonlinear static and dynamic methods. The selected RC building has two blocks and was designed according to the Turkish Earthquake Code (TEC) in 1975. The site investigation included sections and steel detailing and soil and concrete properties taken after the earthquake. The pushover and nonlinear time history analyses of the building were completed using the existing plan and test and observation data. It is concluded that the building collapses both analysis types. (C) 2015 American Society of Civil Engineers.

Anahtar Kelimeler

Reinforced concrete buildingPerformance assessmentNonlinear time history analysisPushover analysisVan earthquake
RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/gumushane/15857Resmi atıflarda kullanılan kalıcı adres
İndeks kayıtları
Web of ScienceWeb of Science
Kaydın indeks veri tabanlarındaki sayfası (aktarımda alınan kayıt numarasıyla). Erişim, indeksin kendi koşullarına bağlıdır.
Atıflar
WoS
7
OpenAlex
8
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Tam Kayıt
AlanDeğerDil
dc.contributor.authorÇavdar, Ozlem
dc.contributor.authorBayraktar, Alemdar
dc.date.accessioned2026-10-22T10:26:09.134012374Z
dc.date.available2026-10-22T10:26:09.134012374Z
dc.date.issued2016-08
dc.description.abstractThe paper investigates the structural performance of a seven-story reinforced concrete (RC) building that collapsed during the Van (Turkey) earthquake on October 23, 2011, using nonlinear static and dynamic methods. The selected RC building has two blocks and was designed according to the Turkish Earthquake Code (TEC) in 1975. The site investigation included sections and steel detailing and soil and concrete properties taken after the earthquake. The pushover and nonlinear time history analyses of the building were completed using the existing plan and test and observation data. It is concluded that the building collapses both analysis types. (C) 2015 American Society of Civil Engineers.
dc.identifier.articlenumber4015092
dc.identifier.doi10.1061/(asce)cf.1943-5509.0000816
dc.identifier.eissn1943-5509
dc.identifier.issn0887-3828
dc.identifier.issue4
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/gumushane/15857
dc.identifier.volume30
dc.identifier.wosWOS:000381081500014
dc.language.isoen
dc.publisherASCE-AMER SOC CIVIL ENGINEERS
dc.relation.ispartofJOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectReinforced concrete building
dc.subjectPerformance assessment
dc.subjectNonlinear time history analysis
dc.subjectPushover analysis
dc.subjectVan earthquake
dc.subject.classificationConstruction & Building Technology
dc.subject.classificationEngineering, Civil
dc.subject.classificationEngineering
dc.subject.otherREINFORCED-CONCRETE BUILDINGS
dc.subject.otherSEISMIC PERFORMANCE
dc.subject.otherDAMAGE
dc.subject.otherKOCAELI
dc.titleNonlinear Earthquake Performance Evaluation of a Structure Collapsed during the Van, Turkey, Earthquake on October 23, 2011
dc.typeArticle
rdl.citation.openalex8
rdl.citation.wos7
rdl.oa.statusclosed
rdl.scopus.quartileQ2
rdl.sdgSDG11
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)